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42 <br /> Moisture <br /> Dry Density Content Slow/ Sample <br /> Q- lb/ft' % FL No. I USCS DESCRIPTION <br /> 7 --- <br /> MT, BE6�� <br /> 50/5 Red Sandy Silt <br /> 1; 50/3" SM Red Brown Silty Clayey Sand <br /> 50/2 (Cemented, very dense) <br /> SIIIIIIIII 10- <br /> 46/3" Grades Brown, Less Clay <br /> I ) <br /> 15-• 41 N <br /> 20- 11 <br /> 55 ML Red Brown Sandy Clayey Silt (Hard <br /> 25- <br /> 49/3" SM. Brown Silty Fine to Medium Sand <br /> ( � (Cemented) <br /> 30- <br /> 30/310 0 <br /> 35- <br /> 50/2" ML Brown Sandy Clayey Silt (Hard)_ <br /> II <br /> 40- <br /> 50/2" I SM Red Brown Silty Fine to Medium <br /> CL <br /> Sand <br /> 45- Is (Cemented) <br /> 50/3 <br /> 50- <br /> BORING TERMINATED AT 51 FOOT <br /> DEPTH. <br /> NOTES: <br /> 1. Boring Drilled on 7-15-86. <br /> 2 . No Free Groundwater Encountered. <br /> 3. No Caving Noted. <br /> LOG BOo. E <br /> J.H. KLEINFELDER & ASSOCIATES OF RING N 3 PLA <br /> A-T47 <br /> C10TECHNICA6 COP4SULTANIS 0 MAIINIALS IMING k" <br /> PROJECT NO. S-1008-38 <br />